Jianzhu Gangjiegou Jinzhan为研究浅埋波纹钢管廊在Rayleigh波作用下的动力响应特点，在ANSYS中建立土-结相互作用有限元模型进行动力分析。推导近似Rayleigh波场，采用基于粘弹性边界的Rayleigh波输入法，通过一个算例验证该方法的可靠性。进行一系列非线性时程分析，重点讨论综合管廊在不同的输入激励波作用下加速度、变形和应力等动力响应规律。研究结果表明：管廊结构的动力响应与输入激励波的强度呈明显的正相关；以管廊结构的竖向对称轴为分界线，靠近Rayleigh波入射点一侧的结构加速度以竖向加速度为主，另一侧以水平加速度为主，
翁吉辉, 李永红
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